柱支承板 的英文怎麼說

中文拼音 [zhùzhīchéngbǎn]
柱支承板 英文
column-supported slab
  • 支 : Ⅰ名詞1 （分支; 支派） branch; offshoot 2 （地支） the twelve earthly branches3 （姓氏） a surname...
  • 承 : Ⅰ動詞1 （托著; 接著） bear; hold; carry 2 （承擔） undertake; contract （to do a job） 3 （客套話...
  • 板 : Ⅰ名詞1 （片狀硬物體） board; plank; plate 2 （專指店鋪的門板） shutter 3 [音樂] （打拍子的樂器） ...
  1. With the car upside-down, the ball forces the plunger to seat against the guide plate.

    當汽車傾倒時，滾珠迫使柱塞落在支承板上。
  2. Excavations and trenches - slopes, planking and strutting, breadths of working spaces

    坑道和溝渠.工作空間的坡度鋪板和支承柱寬度
  3. The r esults of calculation and analysis indicate : the bracing effect from wallboard increases the load capacity of wall stud by 1. 6 - 1. 8 times ; the reasonable distance between fasteners of wall stud is l / 8, l is the length of wall stud ; there is no necessity to considering bracing effect from wallboard in the direction of perpendicular to wallboard

    分析結果表明：考慮支承效應后，墻體立柱的承載能力比原來提高了1 . 6 1 . 8倍：立柱墻板連接件間距取s = l / 8較為合理， l為立柱的長度；可不考慮墻板對立柱沿垂直墻面方向提供的支承效應。
  4. Top - directly as a basis and foundation of the bearing surface as the top - embedded steel bearings or bearing surface, the supporting surface, the anchor bolt ( anchor ) position should be consistent with the allowable deviation of norms

    基礎頂面直接作為柱的支承面和基礎頂面預埋鋼板或支座作為柱支承面時，其支承面、地腳螺栓（錨栓）位置的允許偏差應符合規范的規定。
  5. The roof of cavern is regarded as an elastic beam with support at the midpoint and the coal pillars are regarded as bearings so as to establishing a cavern roof - coal pillar system

    摘要將頂板視為中點有支承的彈性固結梁，將煤柱視為支座，形成了頂板煤柱系統。
  6. This paper includes following main contents : ( 1 ) theoretical calculation method for the behavior of wall stud considering bracing effect from wallboard is presented

    主要內容包括： （ 1 ）提出了考慮墻板的支承效應后，該體系房屋墻體立柱的理論計算方法。
  7. ( 2 ) under the base of combined torsional and flexural buckling model given by timoshenko and gere ( 1961 ), a mechanical model of wall stud in this paper considering bracing effect from wallboard is presented

    （ 2 ）在timoshenko - gere （ 1961 ）彎扭屈曲模型的基礎上，通過簡化推導，提出了考慮墻板的支承效應后，墻體立柱計算的力學模型。
  8. The tower shafts, most of which are hollow and varying in cross section, and altitudinal construction bring trouble to the form work and the stress of strand wire. and the cracks on the crossbeams will be caused by the following - deformation of the bracing structure joints, elastic deformation ， uneven settlement and temperature changes. the additional stress of the base slab and the foundation is caused by the deviation of cable bent tower construction

    但大跨度橋梁混凝土索塔施工設備進場及現場管理都比較困難；塔柱多為空心變截面，且為高空作業，給模板工程及預應力張拉帶來一定困難；支撐系統連接的間隙變形、彈性變形、不均勻沉降以及環境溫差可導致橫梁裂縫；索塔施工偏位會引起的承臺和基礎的附加應力，對加勁梁的架設影響大；懸吊結構未完體系（架設時）施工階段的風致振動往往影響到施工的安全和質量；實心塔柱部分體積較大，易產生溫度裂縫。
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